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SH 78 over RABBIT CREEK

Map

Coordinates:
+43.21975, -116.55417
43°13'11" N, 116°33'15" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SH 78 over RABBIT CREEK
Structure number:000000000015265
Location:IN MURPHY
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:39.0 ft. [11.9 m]
Total length:120.1 ft. [36.6 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:30.5 ft. [9.3 m]
Skew angle:20°
Owner:State Highway Agency [01]
Year built:1956
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: February 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:900 [as of 2014]
Truck traffic:21% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:91.4

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2015FairSatisfactorySatisfactorySatisfactory90091.4
February 2013FairSatisfactorySatisfactorySatisfactory100091.4
February 2012FairSatisfactorySatisfactorySatisfactory100091.4
February 2011FairSatisfactorySatisfactorySatisfactory100091.4
February 2010FairSatisfactorySatisfactorySatisfactory110085.1
February 2009FairSatisfactorySatisfactorySatisfactory110085.1
February 2008FairSatisfactorySatisfactorySatisfactory110085.1
March 2006FairSatisfactorySatisfactorySatisfactory110085.1
March 2005FairSatisfactorySatisfactorySatisfactory57092.7
March 2004FairSatisfactorySatisfactorySatisfactory57092.7
March 2003FairSatisfactorySatisfactorySatisfactory57092.7
March 2001FairSatisfactorySatisfactorySatisfactory57092.7
March 1999FairSatisfactorySatisfactorySatisfactory57092.7
August 1997GoodGoodGoodGood57089.7
August 1995GoodGoodGoodVery Good46089.7
August 1993GoodGoodGoodVery Good39090.7
August 1991GoodGoodGoodVery Good39090.7

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.719714500
Deck
Reinforced Concrete Decksq. ft.3,6703,6561220
Wearing Surfacessq. ft.3,3483,348000
Substructure
Reinforced Concrete Pier Walllinear ft.6565000
Reinforced Concrete Abutmentlinear ft.8484000
Timber Pileeach11000
Reinforced Concrete Pier Caplinear ft.6562300
Joints
Compression Jointlinear ft.6600066
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.2762360400
Steel Protective Coatingsq. ft.1,2681,268000